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HomeMy WebLinkAbout003 Sht C1.0 - Site Plan N N N H 0 N O EXT'G UTILITY POLE 00 0 WITH STREET LIGHT KEY NOTES m z m m m 6" CONCRETE CURB & GUTTER. a 00 L) © 4" THICK, CONCRETE WALKS WITH BROOM FINISH. SLOPE AWAY FROM BLDG OR TO TOP OF CURB 2%(MAX). INSTALL IRRIGATION SLEEVES AS REQUIRED. BLOCK FRONTAGE © CONCRETE ADA RAMP W/TACTILE SURFACE. TEXTURE SURFACE & SLOPE TO MEET A.D.A. & CITY 3 3 3 OF BOZEMAN SPECS. MIXED LANDSCAPE OD REINFORCED 6" THICK CONCRETE DRIVEWAY WITH 5' WINGS PER C.O.B. STD DETAIL 02529-12 EQ 6' THICK REINF❑RCED AND SCORED CONCRETE CROSSWALK. p V V V TRASH ENCLOSURE WITH 8" THICK REINFORCED CONCRETE SLAB w w XT'G 8 N EXT'G FIRE \,O SJBg'y © HOT TAP EXT°G WATER MAIN AND INSTALL COPPER WATER SERVICE PER C.O.B. STDS. SIZE TBD a a a i SWR MAIN HYDRANT \�pR`\�G' SCALE p QH TAP EXT"G SAN SWR MAIN AND INSTALL SEWER SERVICE PER C.O.B. STDS. N > N XT'G �- 0 10, 2W 4W SIZE TBD w w w R=400.00' (R&M) SIDEWALK D=7'01'43" (M) a 6: XT'G CURB EXT'G SA N C) BIKE RACK W/4' X 6' CONCRETE SLAB 2 BIKE CAPACITY, OR APPROVED EQUAL. ARCHITECT A 49.07' (M) & GUTTER SWR SERVICE G 1"=ZO' TO SPECIFY COLOR. o N � A 48.25'(R) -0 J" L S S IX S EXT'G 10" S S EH S �J OPEN SPACE AREA W/ADA PICNIC TABLE w WATER MAIN S S TURF e° R=340.00' (R&M) c H QK 4" WIDE PAVEMENT STRIPING - 2 COATS EXT'G UTILITY TEL TEL D=27'57'43" (R&M) © ASPHALT DRIVEWAY �,ON TqN POLE - L A-165.EE: tt&A IEL 1El IEL 1EL lE4 1EL IEL 1EL IEL O A=165.59'(R) 1 RONTYARD Y89*9.21'47' E 38.97' (R) ® BARRIER FREE PARKING STALL WITH A.D.A APPROVED SIGNAGE AND PAVEMENT MARKINGS. q" U �S TBACK G� N 89'39'51" E (M)38.82' (M) R=35.00' (R&M) W w� W EXT'G ULITY W U W.. W W QN ST❑RMWATER RETENTION/INFILTRATION SYSTEM H°1082s PE D=24.49'17" (R&M) X PAR NC & LANDSCAPINGw ° POLE - A=15.16' (M ��A EASEMENT PER FM. 168, � " QO SNOW STORAGE AREA P nH f IIHI'S nHPS n IF P', 3 7— (As ri rAs n AS GAS S GAS S�,cEAsfo nHP n nHP� %1HP� ❑ ❑HP e.❑k1 nI II' nlll' © 'STOP' SIGN T a \ OD " ° ® 'EXIT ONLY DO NOT ENTER' SIGN �•ao - "----XT'G UTILITY DRAWN BY: CGB / co CITY OF BOZEMAN P POLE ® VACUUM CANOPY tO " RIGHT-OF-WAY 0 / REVIEWED BY: DAD • / PER C.O.S. 112 -\�- — 0S PAY STATION AND CAN❑PY PROJECT ENGINEER:CGB 2�' 10' FRONTYARD _ Q C _ - - QT VACUUM ENCLOSURE lw a SETBACK � - - _O A � DESIGNED BY:CGB o o EXISTING QU STREET VISION TRIANGLE \ o o LOT LINE i E YO 1 / Ioo •� O A L I�O III LANDSCAPED AREAS, SEE LANDSCAPE PLAN FOR DETAIL / \ o C _ ® OPEN SPACE AREA. SEE ENLARGED AREA A 3 `�, I QX REMOVE EXT'G WATER SERVICE PER CITY OF BOZEMAN STDS. AREA 990 SF- OPEN SPACE Q Q Q COMMUNICATION CONDUIT / • � � O � m N 38-06'35" W (M) `\ _ Q QZ MECHANICAL ROOM. ELECTRICAL PANEL/GAS METER / 50.35' (M) / • L F_-1 3 VI N 38'26'02" W (R) �. LOT LINE ® WATER RECLAMATION SYSTEM AND OIL/WATER SEPARATOR CONCRETE SWALE �I/, _I •J ss SS ® EMPLOYEE PARKING SPACES WITH "EMPLOYEE ONLY PARKING" SIGNAGE EXT'G CUR 64 f-� I R • R 3 F AND GUTTER \ c r l U „ I u J�a�� K R=113.00' (R&M) I L K iF 1iF 1iF N I oT, a O D=37'45'48" (R&M) A=74.48' (R=M) EXT'G I I PAVEDEXT'G PAVED PARKING LOTPARKING LOT EXISTING L .-i\- G.`L�'g`L LOT LINE Q PEE Q fob\ WS WS S W I s� ti = o T_L -ss CL I I op 26' RECIPROCAL EASEMENT © TIDAL W II R K I I s-� Q�pp�.2 eti FOR ACCESS ROAD WAVE !R). v F'N�A \gyp` LEGEND PER 1 6- FM 2159 EASE "�I 'I. AUTO SPA I N 4771 MINOR CONTOUR (1") • FOUND MONUMENT AS NOTED I CAR WASH III UP UP P UP IJP 4775 MAJOR CONTOUR (5') o CONTROL POINT N 00'40'14" W (R) III w o --•--•--•� PROPERTY LINE/ROW BENCHMARK N 00'20'47" W(M) III g SEWER MANHOLE 128.76' (R&M) OG 0 K 11 I L EASEMENT LINE\ \® - — —-- SETBACK LINE SEWER CLEANOUT QS ® pl ® o X FENCE Dd WATER VALVE SEWER MAIN FIRE HYDRANT }d W 0 - 5' SIDEYARD p ml SETBACK ss SEWER SERVICE ® CURB STOP MFR W WATER MAIN WATER WELL 10' WIDE RIGHT OF WAY EASEMENT - - STREET SIGN f 4 TO MOUNTAIN STATES TELEPHONE WATER SERVICE Q F'I"iJ Ll A O �- O g A AND TELEGRAPH PER 19 Fm pG 56 FS FIRE SERVICE e BOLLARD ASPHALT \ ' SD STORM MAIN #Ya LIGHT POLE ICI � 5' SIDEYARD g OP ' POWER POLE EXT'G CUR SETBACK /�. P OVERHEAD POWER b GUY ANCHOR V' N AND GUTTER — — L — I EXT'G IRRIGATION OVERHEAD TELEPHONE O STRUCTURE GAS Ep ELECTRICAL PEDESTAL UNDERGROUND GAS O W Q TEL IN ELECTRICAL METER UNDERGROUND PHONE m N .. E ® TELEPHONE PEDESTAL UNDERGROUND ELECTRIC L_ — ROAD CENTERLINE pdZ GAS VALVE GAS METER U S 8939'22" W M v CURB & GUTTER R k� --- EDGE OF PAVEMENT 0 TEST PIT EXISTING ------ p PERC TEST - k�I� 0�0 LOT LINE I --------- EDGE OF GRAVEL "�a — — — — — — — — — J EDGE 0 F CONCRETE � TREE CONIFER (SIZE AS NOTED) — — — — — — — - — — — — — - — — — — — — ASPHALT 10' REARYARD EDGE OF BUILDING ,« TREE DECIDUOUS (SIZE AS NOTED) SETBACK 3 SHEET F C1.® TIDAL WAVE ti G�ti, 2 SITE PLAN --*iEXT'G FIRE \,O��Q�G..62 PROJECT:21-105 HYDRANT DATE:8/25/21